FireDOC Search

displaying 11 - 17 results in total 17

  • Stone, W. C.; Cheok, G. S.; Stanton, J. F.
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    Performance of Hybrid Moment-Resisting Precast Beam-Column Concrete Connections Subjected to Cyclic Loading.
    National Institute of Standards and Technology, Gaithersburg, MD
    ACI Structural Journal, Vol. 91, No. 2, 229-249, March/April 1995
    Title 92-S22,

  • Cheok, G. S.; Stone, W. C.; Nakaki, S. D.
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    Simplified Design Procedure for Hybrid Precast Concrete Connections.
    National Institute of Standards and Technology, Gaithersburg, MD
    Concrete Research Council, Detroit, MI, NISTIR 5765, February 1996, 92 p.

  • Cheok, G. S.; Lew, H. S.
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    Simplified Design Provisions for Hybrid Precast Connections.
    National Institute of Standards and Technology, Gaithersburg, MD
    Wind and Seismic Effects, 29th Joint Meeting of U.S./Japan Panel. Proceedings. U.S./Japan Natural Resources Development Program (UJNR). Technical Memorandum of PWRI No. 3524. May 13-16, 1997, Tsukuba, Japan, Okahaca, M., Editors, 149-157 p., 1997

  • Duthinh, D.
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    Connections of Fiber-Reinforced Polymer (FRP) Structural Members: A Review of the State of the Art.
    National Institute of Standards and Technology, Gaithersburg, MD
    NISTIR 6532, August 2000, 59 p.

  • Duthinh, D.; Bajpai, K.
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    Strength of an Interlocking FRP Connection.
    National Institute of Standards and Technology, Gaithersburg, MD
    NISTIR 6829, November 2001, 33 p.

  • Ding, J.; Wang, Y. C.
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    Temperatures in Unprotected Joints Between Steel Beams and Concrete-Filled Tubular Columns in Fire.
    Manchester Univ., UK
    Fire Safety Journal, Vol. 44, No. 1, 16-32, January 2009

  • Dai, X. H.; Wang, Y. C.; Bailey, C. G.
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    Effects of Partial Fire Protection on Temperature Developments in Steel Joints Protected by Intumescent Coatings.
    Manchester Univ., M60 1QD, UK
    Fire Safety Journal, Vol. 44, No. 3, 376-386, April 2009